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T梁计算

来源:爱go旅游网
1号梁47.405计算跨径 48.76

2、4梁49.939

梁号位置剪力Q(KN)弯矩M(KNm)x=01155.70.01号梁x=L/4577.910566.3x=L/20.014088.4x=01217.50.02号梁x=L/4608.811131.1x=L/20.014841.5x=11217.50.04号梁x=L/0608.811131.1x=L/20.014841.5x=01217.50.06号梁x=L/4608.811131.1x=L/20.014841.5x=11217.50.07号梁x=L/0608.811131.1x=L/20.014841.5跨中弯矩(kn*m)梁号永久荷载汽车荷载人群荷载114088.41837390.7214841.51842309.7414841.51833147.2614841.53775-43.7714841.54759-101.91/4跨处弯矩(kn*m)梁号永久荷载汽车荷载人群荷载110566.31444293211131.11448232.3411131.11442110.4611131.12969-32.8711131.13742-76.5剪力(K梁号永久荷载11155.721217.541217.561217.571217.5剪力(KN)汽车荷载人群荷载3940.5380.6439.9613.2

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